2009-05-22_PERMIT FILE - C1981041A ‎(3)‎

• Permit No: C1981041A
• IBM Index Class Name: Permit File
• Doc Date: 5/22/2009
• Section_Exhibit Name: Tab 14 Appendix 14-6 Part 2
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright t998 Pamela J. Schwab
Civil Software Design
Fence Stage

(R) Water Stage

(R) Area

(ac) Capacity

(ac-ft) Discharge

(ds) Dewa[er
Tme
(hrs)
1.80 1.80 0.099 0.089 5.535
1.90 1.90 0.105 0.099 6.054
2.00 2.00 0.110 0.110 6.595
2.10 2.10 0.116 0.121 7.159
2.20 2.20 0.121 0.133 7.745
2.30 2.30 0.127 0.146 8.353
2.40 2.40 0.132 0.159 8.984
2.50 2.50 0.138 0.172 9.637
Area #1 Diversion
Triangular Erodible Channel Inputs:
Material: Alluvial silts colloidal
Left Right Freeboard Freeboard Freeboard Limiting
Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity
Ratio Ratio Depth (ft) % of Depth NxD) (fps)
1.5:1 1.5:1 18.0 0.02501 0.30 5.0
Erodible Channel Results:
w/o Freeboard w/ Freeboard
Design Discharge: 0.26 cfs
Depth: 0.19 R 0.49 R
Top Width: 0.58 ft 1.48 ft
Velocity: 4.73 fps
X-Section Area: 0.06 sq ft
Hydraulic Radius: 0.081
Froude Number: 2.67
Area #1 Diversion
Triangular Erodible Channel Inputs:
Material: Alluvial silts colloidal
a
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Filename: PCCDewatering.sc4
Printetl 01-77-2007
14-6-82 (Rev. 1 /01)